CN106746160B - Treatment method of vancomycin production wastewater - Google Patents
Treatment method of vancomycin production wastewater Download PDFInfo
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Abstract
The invention relates to a method for treating vancomycin production wastewater, which comprises the following steps of (1) carrying out coagulating sedimentation treatment on the vancomycin production wastewater, and filtering to remove sediments; (2) anaerobic biochemical treatment is carried out on the effluent obtained in the step (1), and pseudomonas stutzeri FSTB-5 is added; (3) aerobic biochemical treatment is carried out on the effluent obtained in the step (2), and COD-removing denitrifying bacteriA agent is added, wherein the bacteriA agent comprises pseudomonas stutzeri FSTB-5, at least one of paracoccus denitrificans DN-3 and methylobacterium SDN-3, at least one of arthrobacterium FDN-1 and flavobacterium brucellosis FDN-2, and at least one of Coccocus palustris FSDN-A and Staphylococcus cohnii FSDN-C. The invention adopts a combined treatment process of coagulating sedimentation, anaerobic biochemical treatment and aerobic biochemical treatment, adds specific COD removing bacteria in an anaerobic unit, and adds specific COD removing denitrifying bacteria agent in an aerobic unit, thereby realizing the high-efficiency removal of COD and total nitrogen in wastewater.
Description
Technical Field
The invention belongs to the technical field of wastewater treatment, and particularly relates to a method for treating vancomycin production wastewater.
Background
Antibiotics are a great discovery in human history, and have been widely used in a plurality of fields such as medical treatment and the like, and effectively guarantee the health of human bodies. However, during the production and application of antibiotics, a large amount of refractory organic wastewater containing antibiotics is generated. Vancomycin is a glycopeptide antibiotic, and can interfere the synthesis of cell walls by interfering with a key component in the cell wall structure, and inhibit the generation of phospholipids and polypeptides in the cell walls. The vancomycin production wastewater mainly comes from the main processes of macroporous adsorption resin elution, decoloration, gelation and the like, and is concentrated by reverse osmosis.
The wastewater contains various pollutants such as thalli for producing vancomycin, acetone, ethanol, ammonia and the like, has the characteristics of high COD, vancomycin residue, odor and the like, and belongs to organic toxic wastewater with high treatment difficulty.
The method for treating the pharmaceutical industrial wastewater mainly comprises a physical-chemical method, a biological method, a physical-chemical-biological combined method and the like. The biological method is considered to be the most thorough and economic method in the current sewage treatment, and has the function which cannot be underestimated in the aspect of promoting the development of the waste water treatment technology towards the direction of no toxicity, no harm and no secondary pollution. The traditional biological method is an activated sludge method, but the growth of microorganisms in the activated sludge is easily influenced by a plurality of factors such as waste water components, organic matter concentration, toxic and harmful substances and the like, and the defects of sludge bulking, low removal rate and the like exist.
Filters and studies of Gloeostereum (fungal strains for effectively degrading COD in vancomycin wastewater [ J)]The environmental pollution and prevention, 2009,31(2): 73-76) is screened to obtain a fungus HCCB00304 which can effectively degrade COD in vancomycin wastewater, the fungus is identified to be destruxins of Metarrhizium anisopliae through morphological observation and molecular biological analysis, the vancomycin wastewater is taken from a pharmaceutical factory, and the main water quality indexes are that the pH is 2-6, the COD is 11.0 × 104-12.5×104mg/L;NH4 +-N924 mg/L, total sugar 4.91% (mass fraction). The best conditions for treating vancomycin wastewater by using the strain are as follows: the addition amount of the thalli is 10 percent (volume fraction), the initial pH value is 6.0, the treatment time is 60 hours at 25 ℃, under the condition, the COD of the wastewater can be reduced from 114208 mg/L to 56145mg/L, the degradation rate of the COD is 50.84 percent, and the treatment effect is still to be further improved.
Disclosure of Invention
Aiming at the defects in the prior art, the invention provides a method for treating vancomycin production wastewater. The invention adopts a combined treatment process of coagulating sedimentation, anaerobic biochemical treatment and aerobic biochemical treatment, adds specific COD removing bacteria in an anaerobic unit, and adds specific COD removing denitrifying bacteria agent in an aerobic unit, thereby realizing the high-efficiency removal of COD and total nitrogen in wastewater.
The treatment method of vancomycin production wastewater comprises the following steps:
(1) coagulating sedimentation treatment: carrying out coagulating sedimentation treatment on the vancomycin production wastewater, and filtering to remove sediments;
(2) anaerobic biochemical treatment: anaerobic biochemical treatment is adopted for the effluent in the step (1), and pseudomonas stutzeri (A) is addedPseudomonas stutzeri) FSTB-5, which has been preserved in the China general microbiological culture Collection center (CGMCC) at 1.6.2015, with the preservation number of CGMCC No. 10940;
(3) aerobic biochemical treatment: aerobic biochemical treatment is adopted for the effluent in the step (2), and COD-removing denitrifying bacteria agent and bacteria are addedThe agent comprises pseudomonas stutzeri (A), (B), (CPseudomonas stutzeri) FSTB-5, Paracoccus denitrificans (A)Paracoccus denitrificans) DN-3 and Methylobacterium (M) ((M))Methylobacterium phyllosphaerae) At least one of SDN-3, Arthrobacter (A)Arthrobacter creatinolyticus) FDN-1 and Flavobacterium aquatile (F: (F;)Flavobacterium mizutaii) At least one of FDN-2, Cockera palustris ((R))Kocuria palustris) FSDN-A and Staphylococcus cohnii (II)Staphylococcus cohnii) FSDN-C, wherein paracoccus denitrificans DN-3, methylobacterium SDN-3, arthrobacterium FDN-1, Flavobacterium aquaticum FDN-2, Coccocus palustris FSDN-A, and Staphylococcus cohnii FSDN-C have been disclosed in CN102465104A, CN102465103, 102465105A, 102465106A, 103103141A, and 103103142A.
The main sources of the vancomycin production wastewater are fermentation residual liquid, resin elution process and the like, and the wastewater quality is as follows: COD (Cr method, the same applies below) is 5-14 ten thousand mg/L, pH is 2-6, and ammonia nitrogen concentration is 500-1000 mg/L.
The coagulating sedimentation in the step (1) of the invention can adopt a conventional coagulating sedimentation method, and usually a coagulant, a flocculating agent, a coagulant aid or a combination of the coagulant, the flocculating agent and the coagulant aid are added into the wastewater. The coagulant can be inorganic low molecular substances such as alum, aluminum sulfate, aluminum chloride sulfate, ferric sulfate, ferrous sulfate, ferric chloride and the like, and can also be inorganic high molecular substances such as polyaluminium chloride, polyaluminium sulfate, polyaluminium ferric chloride, polyferric sulfate and the like; the flocculant can be organic high molecular substances such as polyacrylamide, polyacrylic acid and the like; the coagulant aid can be lime, ozone, hydrogen peroxide, potassium permanganate and the like. Preferably, a mode of combining an organic flocculant and an inorganic flocculant is adopted, wherein the organic flocculant is polyacrylamide, and the adding amount is 3-10 mg/L; the inorganic flocculant is polyferric sulfate or ferric trichloride, and the dosage is 20-100 mg/L. Aims to remove suspended matters in the wastewater and adjust the pH value of the wastewater so as to reduce the treatment burden of a subsequent biochemical unit. The dosage is determined according to the concentration of the suspension, the treated suspension is less than 1000mg/L, and the pH value is 6.0-9.0.
In the present invention, the filtration of step (2) may use various filtration apparatuses well known to those skilled in the art. If a batch centrifuge is adopted for filtration and separation, the rotation speed is controlled at 1000-5000rpm, and the centrifugation time is 5-10 min.
In the invention, the anaerobic biochemical treatment in the step (2) can be any one of an Anaerobic Baffled Reactor (ABR), an upflow anaerobic sludge bed reactor (UASB), an internal circulation anaerobic reactor (IC), a complete mixed anaerobic reaction tank, an anaerobic granular sludge expanded bed reactor (EGSB), an anaerobic biological filter, an anaerobic fluidized bed, an anaerobic biological rotating disc and the like. The anaerobic biochemical treatment conditions are as follows: the hydraulic retention time is 6-48 hours, the pH value is 6.0-9.0, and the temperature is 20-55 ℃.
In the invention, pseudomonas stutzeri (pseudomonas stutzeri) (added in the step (2))Pseudomonas stutzeri) FSTB-5, deposited in China general microbiological culture Collection center (CGMCC); address: the institute of microbiology, national academy of sciences No. 3, Xilu No.1, Beijing, Chaoyang, Beijing; the preservation number is: CGMCC No. 10940; the preservation date is as follows: year 2015, 6 months and 1 day. The main morphological characteristics of the pseudomonas stutzeri FSTB-5 are as follows: the colony color is light ginger yellow, and the individual strain is rod-shaped; the physiological and biochemical characteristics are shown as follows: gram negative, oxidase negative, catalase positive, nitrate reduction performance, and multiple carbon sources can be decomposed and utilized; can tolerate one or more of lincomycin, minocycline, rifamycin SV, oleandomycin acetate, vancomycin, aztreonam, nalidixic acid and the like.
In the invention, the pseudomonas stutzeri FSTB-5 added in the step (2) can be added by directly prepared concentrated bacterial liquid, and nutrient substances, preservation auxiliary agents and the like can also be added into the concentrated bacterial liquid to prepare a microbial inoculum for later use. The specific preparation method of the concentrated bacterial liquid comprises the following steps:
(a) inoculating Pseudomonas stutzeri FSTB-5 into slant or plate of FSTB solid culture medium, and culturing at 25-40 deg.C for 24-48 hr;
(b) liquid seed liquid culture: preparing FSTB liquid culture medium, subpackaging in triangular flask, sterilizing, cooling to room temperature, and selecting slant or flat plate in aseptic environmentThe activated strain is inoculated into a triangular flask and cultured for 24-72 hours at 25-40 ℃. The FSTB liquid culture medium comprises: FeSO4•7H2O 25mg/L,NH4NO3286mg/L,KCl 929mg/L,CaCl22769mg/L, NaCl 21008mg/L, beef extract 5g/L, peptone 10g/L, and pH 6.0-8.5, preferably 6.5-8.0. The FSTB solid culture medium is prepared by adding 20g/L agar into a liquid culture medium;
(c) aeration culture: adding an FSTB liquid culture medium into a reactor provided with an aeration device, inoculating a liquid seed solution according to the proportion of 5-25% of the volume ratio of the reactor, controlling the pH value to be 6.0-8.5, carrying out aeration culture for 48-96 hours, then carrying out periodic feeding and discharging operation, wherein the discharging amount accounts for 5-90% of the volume of the reactor, the feeding amount accounts for 5-90% of the volume of the reactor, small amounts of carbon source, nitrogen source and trace element substances can also be fed, culturing for 24-48 hours to form 1 culture period, and then discharging the culture solution with the corresponding volume according to the proportion, thereby obtaining the concentrated bacterial liquid containing high-concentration thalli.
In the invention, the concentrated bacterial liquid obtained by the culture is added into an anaerobic biochemical treatment unit according to 0.01-1% of the volume of the wastewater treated per hour, and preferably added according to 0.1-0.5%.
In the invention, the aerobic biochemical treatment in the step (3) can be any one of a sequencing batch activated sludge process (SBR), a biological contact oxidation process, a Cyclic Activated Sludge System (CASS), a Membrane Bioreactor (MBR), a biological aerated filter (BFT), a moving bed membrane bioreactor (MBBR) and the like. The aerobic biochemical treatment conditions are as follows: the hydraulic retention time is 6-48 hours, the pH value is 5.5-9.0, the temperature is 20-40 ℃, and the dissolved oxygen concentration is 1-5 mg/L.
In the invention, the preparation method of the concentrated bacterial liquid of the pseudomonas stutzeri FSTB-5 in the step (3) is the same as the step (2). The seed liquid of six strains of paracoccus denitrificans DN-3, methylobacterium SDN-3, arthrobacterium FDN-1, flavobacterium brucei FDN-2, CocosporA palustris FSDN-A and staphylococcus cohnii FSDN-C can be amplified and cultured independently or together after the seed liquid is mixed, and the specific preparation method of the bacterial suspension refers to the method described in CN201210130645.8 and CN 2012101306443. Wherein the thallus volume ratio of the pseudomonas stutzeri FSTB-5, at least one of paracoccus denitrificans DN-3 and methylobacterium SDN-3, at least one of arthrobacterium FDN-1 and flavobacterium brucellosis FDN-2, at least one of the cockerellA palustris FSDN-A and staphylococcus cohnii FSDN-C is preferably 5:1-5:1-5: 1-5. (the cell volume was obtained by centrifugation at 1 ten thousand rpm for 5 minutes after the culture, based on the cell volume, the same applies hereinafter).
In the invention, the microbial inoculum added in the step (3) can be obtained by mixing directly prepared concentrated bacterial liquids according to a certain proportion, and can also be prepared into the microbial inoculum by adding nutrient substances, preservation auxiliary agents and the like for later use. Specifically, 0.01-1% of the volume of the wastewater treated per hour is added into the aerobic biochemical treatment unit, and preferably 0.1-0.5% of the volume of the wastewater is added.
Compared with the prior art, the invention has the following beneficial effects:
(1) the invention adopts a combined treatment process of coagulating sedimentation, anaerobic biochemical treatment and aerobic biochemical treatment, adds specific COD-removing bacteria in the anaerobic biochemical unit, and adds specific COD-removing denitrifying bacteria in the aerobic biochemical unit, can tolerate antibiotics in wastewater, realizes the simultaneous efficient removal of COD and total nitrogen in the wastewater, and has the characteristics of simple process, high treatment efficiency, low treatment cost and the like.
(2) Pseudomonas stutzeri (A)Pseudomonas stutzeri) The FSTB-5 can be applied to the efficient removal of COD in saline wastewater, particularly can tolerate antibiotics in the wastewater, is very suitable for the biochemical treatment of vancomycin production wastewater, and has the advantages of small dosage, low treatment cost and the like.
Detailed Description
The technical solutions and effects of the present invention will be described in detail with reference to the following examples, but the present invention is not limited thereto.
The culture method of Pseudomonas stutzeri FSTB-5 adopted by the embodiment of the invention comprises strain activation, liquid seed liquid culture and aeration culture, and comprises the following specific processes:
(1) strain activation: inoculating Pseudomonas stutzeri FSTB-5 to FSTB solidActivating the culture medium, culturing at 35 deg.C for 48h, and storing in 4 deg.C refrigerator; the formula of the FSTB solid culture medium is as follows: FeSO4•7H2O 25mg/L,NH4NO3286mg/L,KCl 929mg/L,CaCl22769mg/L, NaCl 21008mg/L, beef extract 5g/L, peptone 10g/L, agar 20g/L, and pH 7.8;
(2) liquid seed liquid culture: preparing an FSTB liquid culture medium, sterilizing, cooling to room temperature, picking the activated pseudomonas stutzeri FSTB-5 in the flat plate by using an inoculating ring under an aseptic environment, inoculating the activated pseudomonas stutzeri FSTB-5 into a triangular flask, and culturing for 48 hours at the temperature of 35 ℃. The formula of the FSTB liquid culture medium is as follows: FeSO4•7H2O 25mg/L,NH4NO3286mg/L,KCl 929mg/L,CaCl22769mg/L, NaCl 21008mg/L, beef extract 5g/L, peptone 10g/L, and pH 8.0;
(3) aeration culture: the method comprises the steps of adopting a closed reactor for culture, completely sterilizing the adopted reactor and various appliances, installing a bacteria filter device at the air inlet and exhaust positions, adding a culture solution, an acid-base regulator and a trace element solution according to an aseptic operation procedure after sterilizing, preparing an aeration device for the reactor, performing water inlet, acid regulation, alkali regulation, material supplementing and drainage and discharge operations, putting a sterilized liquid culture medium into the reactor, inoculating a liquid seed solution according to the proportion of 10 percent by volume, starting the culture process, controlling the pH value range of the culture solution to be 6.0-8.5 by adopting an acid-base automatic control system in the culture process, performing periodic material supplementing and discharge operations after carrying out aeration culture for 72 hours, wherein the discharge operation is a culture solution which is 25 percent of the volume of the reactor, the material supplementing is a liquid culture medium which is 25 percent of the volume of the reactor, and the culture period is 1 after 24 hours, then, the culture solution is discharged in a corresponding volume according to the above ratio, thereby obtaining a concentrated bacterial solution containing pure strains.
The anaerobic biochemical treatment unit of the invention adds the concentrated bacterial liquid obtained by the culture into the anaerobic biochemical treatment unit according to 0.01-1% of the volume of the wastewater treated per hour, and preferably, the concentrated bacterial liquid is added according to 0.1-0.5%.
In the COD-removing denitrogenation microbial inoculum added by the aerobic biochemical treatment unit, the Pseudomonas stutzeri FSTB-5 adopts the Pseudomonas stutzeri FSTB-5 concentrated bacterial solution obtained by the culture. The concrete preparation methods of paracoccus denitrificans DN-3, methylobacterium SDN-3, arthrobacterium FDN-1, flavobacterium brucei FDN-2, CocosporA palustris FSDN-A and staphylococcus cohnii FSDN-C bactericides refer to the preparation methods of bacterial liquids prepared by the methods in the embodiments of CN201210130645.8 and CN 2012101306443. Collecting the bacterial liquid and compounding according to the proportion shown in the table 1 to obtain the COD-removing denitrifying bacterial agent.
TABLE 1 formulation of COD-removing denitrogenating agent
Example 1
The quality of wastewater produced by a vancomycin production process in a certain factory is as follows: COD (Cr method, the same below) was 11 ten thousand mg/L, pH was 4.0, and ammonia nitrogen was 500 mg/L.
The method is adopted to treat the wastewater, firstly polyacrylamide is added, the adding amount is 10mg/L, then the polymeric ferric sulfate is added, the adding amount is 60mg/L, the precipitate is removed by filtration, and the wastewater is filtered by a batch centrifuge, wherein the rotating speed is controlled at 3000rpm, and the centrifugation time is 5 min. The concentration of suspended matters in the coagulation effluent is reduced to be below 500mg/L, and the pH value is 7.8. The coagulated effluent enters an internal circulation anaerobic reactor (IC), and the cultured pseudomonas stutzeri FSTB-5 concentrated bacterial liquid is added according to 0.3 percent of the volume of the treated wastewater per hour. The operating conditions of the anaerobic biochemical treatment are as follows: the hydraulic retention time is 24h, the pH value is 7.5-8.5, and the temperature is 35 ℃. And (3) introducing effluent of the internal circulation reactor into a Cyclic Activated Sludge System (CASS), and simultaneously adding the COD-removing denitrification microbial inoculum A obtained by culturing according to 0.5 percent of the volume of wastewater treated per hour. The operating conditions of the aerobic biochemical treatment are as follows: the hydraulic retention time is 12h, the pH value is 8.0-8.5, the temperature is 30 ℃, and the dissolved oxygen concentration is 2-3 mg/L. After the treatment, the COD of the effluent is 65mg/L, and the total nitrogen is 25 mg/L.
Example 2
The quality of wastewater produced by a vancomycin production process in a certain factory is as follows: COD (Cr method, the same below) is 12 ten thousand mg/L, pH is 3.5, and ammonia nitrogen is 600 g/L.
The method is adopted to treat the wastewater, firstly polyacrylamide is added, the adding amount is 5mg/L, then ferric trichloride is added, the adding amount is 100mg/L, the precipitate is removed by filtration, and the wastewater is filtered by an intermittent centrifuge, wherein the rotating speed is controlled at 3000rpm, and the centrifugation time is 5 min. The concentration of suspended matters in the coagulation effluent is reduced to be below 500mg/L, and the pH value is 7.5. And (3) feeding the coagulated effluent into a complete mixed anaerobic reactor, and simultaneously adding the cultured pseudomonas stutzeri FSTB-5 concentrated bacterial liquid according to 0.5 percent of the volume of the treated wastewater per hour. The operating conditions of the anaerobic biochemical treatment are as follows: the hydraulic retention time is 24h, the pH value is 7.5-8.5, and the temperature is 30 ℃. And (3) feeding the effluent of the internal circulation reactor into a sequential activated sludge process reactor, and simultaneously adding the COD-removing denitrification microbial inoculum B obtained by culture according to 1% of the volume of the wastewater treated per hour. The operating conditions of the aerobic biochemical treatment are as follows: the hydraulic retention time is 12h, the pH value is 8.0-8.5, the temperature is 35 ℃, and the dissolved oxygen concentration is 2-3 mg/L. After the treatment, the COD of the effluent is 55mg/L, and the total nitrogen is 15 mg/L.
Example 3
The quality of wastewater produced by a vancomycin production process in a certain factory is as follows: COD (Cr method, the same below) is 12 ten thousand mg/L, pH is 3.5, and ammonia nitrogen is 600 g/L.
The method is adopted to treat the wastewater, firstly polyacrylamide is added, the adding amount is 10mg/L, then polyferric sulfate is added, the adding amount is 80mg/L, the precipitate is removed by filtration, and the wastewater is filtered by a batch centrifuge, wherein the rotating speed is controlled at 3000rpm, and the centrifugation time is 5 min. The concentration of suspended matters in the coagulation effluent is reduced to be below 500mg/L, and the pH value is 7.8. And (3) feeding the coagulated effluent into a complete mixed anaerobic reactor, and simultaneously adding the cultured pseudomonas stutzeri FSTB-5 concentrated bacterial liquid according to 0.5 percent of the volume of the treated wastewater per hour. The operating conditions of the anaerobic biochemical treatment are as follows: the hydraulic retention time is 24h, the pH value is 7.5-8.5, and the temperature is 30 ℃. And (3) feeding the effluent of the internal circulation reactor into a sequential activated sludge process reactor, and simultaneously adding the COD-removing denitrification microbial inoculum C obtained by culture according to 0.6 percent of the volume of the wastewater treated per hour. The operating conditions of the aerobic biochemical treatment are as follows: the hydraulic retention time is 12h, the pH value is 8.0-8.5, the temperature is 35 ℃, and the dissolved oxygen concentration is 2-3 mg/L. After the treatment, the COD of the effluent is 50mg/L, and the total nitrogen is 20 mg/L.
Comparative example 1
The processing technique and the operating conditions are the same as those of the example 1, except that: the anaerobic biochemical treatment unit does not add Pseudomonas stutzeri FSTB-5 concentrated bacterial liquid, and the COD concentration in the treated effluent is 300mg/L and the total nitrogen concentration is 45 mg/L.
Comparative example 2
The processing technique and the operating conditions are the same as those of the example 1, except that: the aerobic biochemical treatment unit does not add the COD-removing denitrifying microbial inoculum A, the COD concentration in the treated effluent is 200mg/L, and the total nitrogen concentration is 75 mg/L.
Claims (13)
1. A method for treating vancomycin production wastewater is characterized by comprising the following steps:
(1) coagulating sedimentation treatment: carrying out coagulating sedimentation treatment on the vancomycin production wastewater, and filtering to remove sediments; the main sources of the vancomycin production wastewater are fermentation residual liquid and a resin elution process, and the wastewater quality is as follows: CODCr5-14 ten thousand mg/L, pH 2-6, ammonia nitrogen concentration 500-1000 mg/L;
(2) anaerobic biochemical treatment: anaerobic biochemical treatment is adopted for the effluent in the step (1), and pseudomonas stutzeri (A) is addedPseudomonas stutzeri) FSTB-5, which has been preserved in the China general microbiological culture Collection center (CGMCC) at 1.6.2015, with the preservation number of CGMCC No. 10940; the main morphological characteristics of FSTB-5 are: the colony color is light ginger yellow, and the individual strain is rod-shaped; the physiological and biochemical characteristics are shown as follows: gram negative, oxidase negative, catalase positive, nitrate reduction performance, and multiple carbon sources can be decomposed and utilized; can tolerate one or more of lincomycin, minocycline, rifamycin SV, oleandomycin acetate, vancomycin, aztreonam and nalidixic acid;
(3) aerobic biochemical treatment: aerobic biochemical treatment is carried out on the effluent in the step (2), and COD-removing denitrifying bacteria agent is added, wherein the bacteria agent comprises pseudomonas stutzeri (pseudomonas stutzeri)Pseudomonas stutzeri) FSTB-5, Paracoccus denitrificans (A)Paracoccus denitrificans) DN-3 and Methylobacterium (M) ((M))Methylobacterium phyllosphaerae) At least one of SDN-3, Arthrobacter (A)Arthrobacter creatinolyticus) FDN-1 and Flavobacterium aquatile (F: (F;)Flavobacterium mizutaii) At least one of FDN-2, Cockera palustris ((R))Kocuria palustris) FSDN-A and Staphylococcus cohnii (II)Staphylococcus cohnii) At least one of FSDN-C.
2. The method of claim 1, wherein: the coagulating sedimentation in the step (1) is to add coagulant, flocculant and/or coagulant aid into the wastewater; the coagulant is an inorganic low molecular substance of alum, aluminum sulfate, aluminum chloride sulfate, ferric sulfate, ferrous sulfate, ferric chloride or ferric chloride, or an inorganic high molecular substance of polyaluminium chloride, polyaluminium sulfate, polyaluminium chloride or polyferric sulfate; the flocculating agent is polyacrylamide or polyacrylic acid; the coagulant aid is lime, ozone, hydrogen peroxide or potassium permanganate.
3. The method of claim 1, wherein: the coagulating sedimentation in the step (1) adopts a mode of adding an organic flocculating agent and an inorganic flocculating agent in a combined manner, wherein the organic flocculating agent is polyacrylamide, and the adding amount is 3-10 mg/L; the inorganic flocculant is polyferric sulfate or ferric trichloride, and the dosage is 20-100 mg/L.
4. The method of claim 1, wherein: the filtration in the step (1) adopts a batch centrifuge for filtration and separation, the rotating speed is controlled at 1000-5000rpm, and the centrifugation time is 5-10 min.
5. The method of claim 1, wherein: the anaerobic biochemical treatment reactor in the step (2) is any one of an anaerobic baffle plate reactor, an up-flow anaerobic sludge bed reactor, an internal circulation anaerobic reactor, a complete mixing type anaerobic reaction tank, an anaerobic granular sludge expanded bed reactor, an anaerobic biological filter, an anaerobic fluidized bed and an anaerobic biological rotating disc; the treatment conditions were: the hydraulic retention time is 6-48 hours, the pH value is 6.0-9.0, and the temperature is 20-55 ℃.
6. The method of claim 1, wherein: and (3) adding the pseudomonas stutzeri FSTB-5 added in the step (2) by directly prepared concentrated bacterial liquid, or adding nutrient substances and a preservation auxiliary agent into the concentrated bacterial liquid to prepare a microbial inoculum for later use.
7. The method of claim 6, wherein: the specific preparation method of the concentrated bacterial liquid comprises the following steps:
(a) inoculating Pseudomonas stutzeri FSTB-5 into slant or plate of FSTB solid culture medium, and culturing at 25-40 deg.C for 24-48 hr;
(b) liquid seed liquid culture: preparing an FSTB liquid culture medium, subpackaging in a triangular flask, sterilizing, cooling to room temperature, selecting the activated strain in a slant or a flat plate under an aseptic environment, inoculating into the triangular flask, and culturing at 25-40 ℃ for 24-72 hours;
(c) aeration culture: adding an FSTB liquid culture medium into a reactor provided with an aeration device, inoculating a liquid seed solution according to the proportion of 5-25% of the volume ratio of the reactor, controlling the pH value to be 6.0-8.5, carrying out aeration culture for 48-96 hours, then carrying out periodic feeding and discharging operation, wherein the discharging amount accounts for 5-90% of the volume of the reactor, the feeding amount accounts for 5-90% of the volume of the reactor, the culture period is 1 for 24-48 hours, and then discharging the culture solution with the corresponding volume according to the proportion of 5-90%, thereby obtaining the concentrated bacterial liquid containing high-concentration thalli.
8. The method of claim 7, wherein: the FSTB liquid culture medium comprises: FeSO4•7H2O 25mg/L,NH4NO3286mg/L,KCl 929mg/L,CaCl22769mg/L, NaCl 21008mg/L, beef extract 5g/L, peptone 10g/L, and pH 6.0-8.5; the FSTB solid culture medium is prepared by adding 20g/L agar to a liquid culture medium.
9. The method of claim 7, wherein: and (3) adding the concentrated bacterial liquid obtained by culture into an anaerobic biochemical treatment unit according to 0.01-1% of the volume of the wastewater treated per hour.
10. The method of claim 1, wherein: the aerobic biochemical treatment method in the step (3) is a sequential batch activated sludge method or a biological contact oxidation method; the treatment conditions were: the hydraulic retention time is 6-48 hours, the pH value is 5.5-9.0, the temperature is 20-40 ℃, and the dissolved oxygen concentration is 1-5 mg/L.
11. The method of claim 1, wherein: the aerobic biochemical treatment reactor in the step (3) is any one of a membrane bioreactor, an aeration biological filter and a moving bed membrane bioreactor.
12. The method of claim 1, wherein: the volume ratio of the pseudomonas stutzeri FSTB-5, at least one of paracoccus denitrificans DN-3 and methylobacterium SDN-3, at least one of arthrobacterium FDN-1 and flavobacterium brucei FDN-2, at least one of paracoccus palustris FSDN-A and staphylococcus koehensis FSDN-C is 5:1-5: 1-5.
13. The method of claim 1, wherein: and (3) adding a COD-removing denitrifier into the aerobic biochemical treatment unit according to 0.01-1% of the volume of the wastewater treated per hour.
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